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Q4) A sign is supported by a pipe (see Figure(4)) having outer diameter 110 mm and inne diameter 90 mm. The dimensions of the sign are 2.0 m above the base. Note that the center of gravity of the sign is 1.05 m from the axis of the pipe The wind pressure against the sign is 1.5 kPa. Determine the maximum shear stresses due to the wind pressure on the sign at points A, B, and C, located on the outer surface at the base of the pipe. 1.0 m, and its lower edge is 3.0 m 2.0 m 1.0 m Ediung Co. 1.05 m to c.g. Pipe =3kN 34 110 mm 3.0 m A -343-5 Tr Section X-X Figure (4) B-

Q4) A sign is supported by a pipe (see Figure(4)) having outer diameter 110 mm and inne diameter 90 mm. The dimensions of the sign are 2.0 m above the base. Note that the center of gravity of the sign is 1.05 m from the axis of the pipe The wind pressure against the sign is 1.5 kPa. Determine the maximum shear stresses due to the wind pressure on the sign at points A, B, and C, located on the outer surface at the base of the pipe. 1.0 m, and its lower edge is 3.0 m 2.0 m 1.0 m Ediung Co. 1.05 m to c.g. Pipe =3kN 34 110 mm 3.0 m A -343-5 Tr Section X-X Figure (4) B-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q4) A sign is supported by a pipe (see Figure(4)) having outer diameter 110 mm and inne diameter 90 mm. The dimensions of the sign are 2.0 m above the base. Note that the center of gravity of the sign is 1.05 m from the axis of the pipe The wind pressure against the sign is 1.5 kPa. Determine the maximum shear stresses due to the wind pressure on the sign at points A, B, and C, located on the outer surface at the base of the pipe. 1.0 m, and its lower edge is 3.0 m 2.0 m 1.0 m Pipe 1.05 m to c.g- 53 110 mm llm 3.0 m -343.5 Section X-X Figure (4) A Tr
Transcribed Image Text:Q4) A sign is supported by a pipe (see Figure(4)) having outer diameter 110 mm and inne diameter 90 mm. The dimensions of the sign are 2.0 m above the base. Note that the center of gravity of the sign is 1.05 m from the axis of the pipe The wind pressure against the sign is 1.5 kPa. Determine the maximum shear stresses due to the wind pressure on the sign at points A, B, and C, located on the outer surface at the base of the pipe. 1.0 m, and its lower edge is 3.0 m 2.0 m 1.0 m Pipe 1.05 m to c.g- 53 110 mm llm 3.0 m -343.5 Section X-X Figure (4) A Tr
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